JP2010203043A - Unit structural member of building, and floor structure using the same - Google Patents

Unit structural member of building, and floor structure using the same Download PDF

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Publication number
JP2010203043A
JP2010203043A JP2009046340A JP2009046340A JP2010203043A JP 2010203043 A JP2010203043 A JP 2010203043A JP 2009046340 A JP2009046340 A JP 2009046340A JP 2009046340 A JP2009046340 A JP 2009046340A JP 2010203043 A JP2010203043 A JP 2010203043A
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Prior art keywords
shaped channel
structural member
unit structural
bone
bones
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JP2009046340A
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JP4625528B2 (en
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Taiichi Sawada
泰一 澤田
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Cds Nu Steel Homes International Kk
CDS NU-STEEL HOMES INTERNATIONAL KK
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Cds Nu Steel Homes International Kk
CDS NU-STEEL HOMES INTERNATIONAL KK
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Priority to JP2009046340A priority Critical patent/JP4625528B2/en
Application filed by Cds Nu Steel Homes International Kk, CDS NU-STEEL HOMES INTERNATIONAL KK filed Critical Cds Nu Steel Homes International Kk
Priority to CN201080009262.4A priority patent/CN102333924B/en
Priority to NZ595358A priority patent/NZ595358A/en
Priority to EP10746135A priority patent/EP2402526A1/en
Priority to PCT/JP2010/052496 priority patent/WO2010098254A1/en
Priority to AU2010218946A priority patent/AU2010218946B2/en
Priority to KR1020117021591A priority patent/KR101640172B1/en
Priority to US13/203,485 priority patent/US8713867B2/en
Priority to EA201190188A priority patent/EA022716B1/en
Priority to MYPI2011004079A priority patent/MY159929A/en
Publication of JP2010203043A publication Critical patent/JP2010203043A/en
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Publication of JP4625528B2 publication Critical patent/JP4625528B2/en
Priority to HK12102844.0A priority patent/HK1162628A1/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ
    • E04B5/23Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/28Cross-ribbed floors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/08Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/14Load-carrying floor structures formed substantially of prefabricated units with beams or girders laid in two directions
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/52Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material

Abstract

<P>PROBLEM TO BE SOLVED: To provide a unit structural member which includes an M-shaped channel for standardizing a steel house and increasing its strength, and a floor structure using the unit structural member. <P>SOLUTION: The unit structural member 20 of a building employs the M-shaped channel 1 which includes a central U-shaped channel portion 2 and right and left U-shaped channel portions 6 and 5 continuously provided in such a manner as to share right and left side plates 4 and 3 of the central U-shaped channel portion 2, and in which a channel groove 7 of the central U-shaped channel portion 2 and channel grooves 9 and 8 of the right and left U-shaped channel portions 6 and 5 are opened in directions opposite to each other. The unit structural member of the building includes: a pair of vertical frames 15 which are formed by arranging long materials of the M-shaped channel 1 in parallel at a regular interval; and a large number of horizontal frames 16 which are formed by horizontally providing short materials of the M-shaped channel 1 between the vertical frames 15 arranged in parallel and arranging them in parallel at an interval in the longitudinal direction of the vertical frame 15. The floor structure employs the unit structural member. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は金属から成るM形チャンネルを用いた建物の単位構造部材と該単位構造部材を用いた床構造に関する。   The present invention relates to a unit structural member of a building using an M-shaped channel made of metal and a floor structure using the unit structural member.

出願人は金属から成るM形チャンネルが他の形チャンネル(形鋼)に比べ、建物の耐力材として有効であることを見出し、長年に亘り該M形チャンネルを構造要素として用いたスチールハウスの研究を重ねてきた。特許文献1乃至7はその成果として出願されたものである。   The applicant has found that the M-shaped channel made of metal is more effective as a load-bearing material for buildings than other shaped channels (steel), and has been researching steel houses using the M-shaped channel as a structural element for many years. Has been repeated. Patent Documents 1 to 7 have been filed as the result.

スチールハウスは耐久性と耐震性、耐火性に富み、所謂二百年住宅として有望であり、自然環境を損なう木材ハウスに依存しない建物様式としてその実現が期待されている。   Steel houses have high durability, earthquake resistance, and fire resistance, and are promising as so-called two hundred-year houses, and are expected to be realized as building styles that do not depend on wood houses that damage the natural environment.

又解体して繰り返し使用する、或いは金属に再生する等のメリットがある。   There are also advantages such as dismantling and repeated use, or recycling to metal.

特開2000-309993号公報JP 2000-309993 A 特開2000-309992号公報JP 2000-309992 JP 特開2000-017766号公報Japanese Unexamined Patent Publication No. 2000-017766 特開2000-008542号公報JP 2000-008542 A 特開平11-280203号公報Japanese Patent Laid-Open No. 11-280203 特開平11-001993号公報Japanese Unexamined Patent Publication No. 11-001993 再公表01/009451号公報Republication 01/009451 Publication

然しながら、金属から成るM形チャンネルを構造要素として用いたスチールハウスは、木材ハウスのように木材を切断したり、様々な仕口手段等の加工を施して構造体を組み立てることが困難であり、スチールハウスを工業的、経済的に普及可能とするには、スチールハウスの構造部材のユニット化、標準化が不可避である。   However, steel houses using M-shaped channels made of metal as structural elements are difficult to assemble structures by cutting wood or processing various joint means, etc. In order to make steel houses industrially and economically available, unitization and standardization of structural members of steel houses is inevitable.

このスチールハウスの構造部材のユニット化、標準化は建物構築作業の簡素化、均質化、コストダウンをもたらす。   This unitization and standardization of the structural members of the steel house leads to simplification, homogenization and cost reduction of building construction work.

本発明はM形チャンネルをスチールハウスの構造部材として用い、M形チャンネルが有する強度上の優位性を活かした高強度の単位構造部材とこれを用いた床構造を提供するものである。   The present invention provides an M-type channel as a structural member of a steel house, and provides a high-strength unit structural member taking advantage of strength advantages of the M-type channel and a floor structure using the same.

又上記スチールハウスの構造部材のユニット化、標準化と、建物構築作業の簡素化、均質化、コストダウンを達成することができる建物の単位構造部材と該単位構造部材を用いた床構造を提供するものである。   Further, the present invention provides a unit structure member of a building and a floor structure using the unit structure member that can achieve unitization and standardization of structural members of the steel house, simplification, homogenization, and cost reduction of building construction work. Is.

又階上の床と階下の天井間の空間を適切に確保しつつ、強度を確保することができる、M形チャンネルを構造要素として用いた床構造を提供するものである。   It is another object of the present invention to provide a floor structure using an M-shaped channel as a structural element, which can ensure strength while appropriately securing a space between a floor above the floor and a ceiling below the floor.

本発明に使用するM形チャンネルは中央コ形チャンネル部と、該中央コ形チャンネル部の左右側板を共有するように連設された左右コ形チャンネル部とを備え、中央コ形チャンネル部のチャンネル溝と左右コ形チャンネル部のチャンネル溝とが互いに反対向きに開口した構造を有する、鋼に代表される金属製の異形チャンネルである。   The M-shaped channel used in the present invention includes a central U-shaped channel portion and left and right U-shaped channel portions that are connected to share the left and right side plates of the central U-shaped channel portion. This is a deformed channel made of metal typified by steel having a structure in which the groove and the channel groove of the left and right U-shaped channel portions are opened in opposite directions.

本発明は上記M形チャンネルの長尺材を間隔を置いて並行配置して形成された一対の縦骨と、上記M形チャンネルの短尺材を上記並行配置された縦骨間に横設し且つ縦骨の長手方向に間隔を置いて並行配置して形成された多数の横骨とから成る上記建物の単位構造部材を提供する。   According to the present invention, a pair of longitudinal bones formed by arranging the long members of the M-shaped channel in parallel with a space therebetween, and a short material of the M-shaped channel are horizontally disposed between the longitudinal bones arranged in parallel. There is provided a unit structural member of the building including a plurality of transverse bones formed in parallel with a longitudinal interval of a longitudinal bone.

又本発明は上記縦骨と横骨とで画成される枠の略対角線上に上記M形チャンネルの短尺材から成る斜め骨を配設した単位構造部材を提供する。   The present invention also provides a unit structural member in which oblique bones made of a short material of the M-shaped channel are arranged on a substantially diagonal line of a frame defined by the vertical bone and the horizontal bone.

又上記縦骨を形成するM形チャンネルと、横骨を形成するM形チャンネルとは、各々の左右コ形チャンネル部の底板相互を重合し、該重合面において縦骨と横骨を結合し単位構造部材を形成する。   The M-shaped channel forming the vertical bone and the M-shaped channel forming the horizontal bone are formed by polymerizing the bottom plates of the left and right U-shaped channel portions, and connecting the vertical bone and the horizontal bone on the overlapping surface. A structural member is formed.

上記単位構造部材は床板又は天井板を支持する床フレームとして用いる。一対の縦骨を形成するM形チャンネルは上下に並行配置される姿勢にして、これを水平面上に間隔を置いて並列配置し、該並列配置された単位構造部材の上位の縦骨に床板を支持し、又は上位の縦骨に床板を支持しつつ下位の縦骨に天井板を支持する構造にする。即ち単位構造部材を短手幅方向(横骨の長さ方向)において起立し、且つ並列配置して床フレーム又は床及び天井フレームを形成する。   The unit structural member is used as a floor frame that supports a floor panel or a ceiling panel. The M-shaped channels forming a pair of vertical bones are arranged in parallel in the vertical direction, and are arranged in parallel at intervals on a horizontal plane, and a floor plate is placed on the upper vertical bones of the unit structural members arranged in parallel. The structure is such that the ceiling plate is supported by the lower vertical bone while supporting the floor plate by the upper vertical bone. That is, the unit structural members are erected in the short width direction (longitudinal length direction) and arranged in parallel to form a floor frame or a floor and ceiling frame.

上記並行配置されたM形チャンネルから成る一対の縦骨と、該縦骨間に横設し且つ縦骨の長手方向に間隔を置いて並行配置された多数の横骨とから成る単位構造部材はM形チャンネルが有する強度上の優位性を活かした極めて堅牢な高強度の構造体となる。   A unit structural member comprising a pair of longitudinal bones composed of the M-shaped channels arranged in parallel, and a large number of transverse bones that are laterally arranged between the longitudinal bones and spaced in the longitudinal direction of the longitudinal bones. It becomes an extremely robust high-strength structure utilizing the strength advantage of the M-shaped channel.

スチールハウスにおける床フレーム、又は床フレームと天井フレームの単位材として有効に用いられる他、壁フレームや屋根フレームのための躯体単位材として有効に機能せしめることができる。   In addition to being effectively used as a floor frame in a steel house, or as a unit material for a floor frame and a ceiling frame, it can function effectively as a frame unit material for a wall frame or a roof frame.

上記縦骨と横骨とで画成される枠の略対角線上には上記M形チャンネルから成る斜め骨を配設し補強することによって単位構造部材の全体の強度を大幅に向上できる。   The overall strength of the unit structural member can be greatly improved by arranging and reinforcing the oblique bones composed of the M-shaped channels on the substantially diagonal line of the frame defined by the vertical and horizontal bones.

上記斜め骨は上記縦骨と横骨で画成される複数の枠の全て、又は選択された枠内に配置する。   The oblique bone is arranged in all of the plurality of frames defined by the vertical bone and the horizontal bone or in a selected frame.

上記縦骨を形成するM形チャンネルと、横骨を形成するM形チャンネルとは、各々の左右コ形チャンネル部の底板相互を重合し、該重合面において縦骨と横骨を結合する構成によって、単位構造部材の薄形化を図りつつ、横骨と縦骨の結合強度、即ち単位構造部材の強度を確保できる。   The M-shaped channel forming the vertical bone and the M-shaped channel forming the horizontal bone are formed by polymerizing the bottom plates of the left and right U-shaped channel portions, and connecting the vertical bone and the horizontal bone on the overlapping surface. Further, it is possible to secure the bonding strength between the transverse bone and the longitudinal bone, that is, the strength of the unit structural member, while reducing the unit structural member in thickness.

上記単位構造部材は床板又は天井板を支持する床フレームとして有効に用いることができる。単位構造部材は一対の縦骨を形成するM形チャンネルが上下に並行配置される姿勢にして、これを水平面上に間隔を置いて並列配置して床フレーム、又は床及び天井フレームを形成する。   The unit structural member can be effectively used as a floor frame that supports a floor panel or a ceiling panel. The unit structural members are arranged such that the M-shaped channels forming a pair of vertical bones are arranged in parallel vertically, and are arranged in parallel on the horizontal plane at intervals to form a floor frame or a floor and ceiling frame.

即ち単位構造部材を上記の通り、短手幅方向、即ち横骨の長手方向において起立し、これを水平面上に並列配置して床フレーム、又は床及び天井フレームを形成し、上記並列配置された単位構造部材の上位の縦骨に床板を支持し、又は上位の縦骨に床板を支持しつつ下位の縦骨に天井板を支持する構造によって、垂直荷重や横荷重に対する強度を確保しながら、床下空間又は床と天井間の空間を充分に確保することができる。   That is, as described above, the unit structural member is erected in the short width direction, that is, the longitudinal direction of the transverse bone, and this is arranged in parallel on a horizontal plane to form a floor frame, or a floor and ceiling frame, and the parallel arrangement is made. While supporting the floor board on the upper vertical bone of the unit structural member, or supporting the ceiling board on the lower vertical bone while supporting the floor board on the upper vertical bone, while ensuring the strength against vertical load and lateral load, A sufficient space under the floor or between the floor and the ceiling can be secured.

又建物の構造部材のユニット化、標準化と、建物構築作業の簡素化、均質化、コストダウンを達成できる。   In addition, unitization and standardization of building structural members, simplification, homogenization, and cost reduction of building construction work can be achieved.

Aは本発明に係る建物の単位構造部材に用いるM形チャンネルの平面図、Bは同背面図、Cは同正面図、Dは同左右側面図。A is a plan view of an M-shaped channel used for a unit structural member of a building according to the present invention, B is a rear view thereof, C is a front view thereof, and D is a left and right side view thereof. Aは上記M形チャンネルによって構成した本発明に係る単位構造部材の端部に縦骨の余長端を設けた例を示す斜視図、Bは該単位構造部材に斜め骨を配設した例を示す斜視図。A is a perspective view showing an example in which an extra long end of a longitudinal bone is provided at an end of a unit structural member according to the present invention constituted by the M-shaped channel, and B is an example in which an oblique bone is arranged in the unit structural member. FIG. Aは上記M形チャンネルによって構成した本発明に係る単位構造部材の端部に縦骨の余長端を設けずに横骨を設けた例を示す斜視図、Bは該単位構造部材に斜め骨を配設した例を示す斜視図。A is a perspective view showing an example in which a lateral bone is provided without an extra long end of a longitudinal bone at an end of a unit structural member according to the present invention constituted by the M-shaped channel, and B is an oblique bone on the unit structural member. The perspective view which shows the example which has arrange | positioned. Aは図2,図3に示した単位構造部材の平面図、Bは同背面図、Cは同正面図、Dは同左右側面図。2A is a plan view of the unit structural member shown in FIGS. 2 and 3, FIG. 3B is a rear view thereof, FIG. 3C is a front view thereof, and FIG. 上記単位構造部材における縦骨と横骨の結合構造(ビス止め構造)を拡大して示す断面図。Sectional drawing which expands and shows the coupling | bonding structure (screw stop structure) of the longitudinal bone and horizontal bone in the said unit structural member. 上記単位構造部材を並列して形成した床フレームの斜視図。The perspective view of the floor frame which formed the said unit structural member in parallel. 上記単位構造部材を並列して形成した床フレームの平面図。The top view of the floor frame which formed the said unit structural member in parallel. 上記床フレームに床板をビス止めして形成した床構造の断面図。Sectional drawing of the floor structure formed by screwing a floor board to the said floor frame. 上記図2に示す単位構造部材を用いて床フレームを構成する場合における、該単位構造部材の余長端と壁フレームの縦フレームとの取り付け構造を示す斜視図。The perspective view which shows the attachment structure of the extra length end of this unit structure member, and the vertical frame of a wall frame in the case of comprising a floor frame using the unit structure member shown in the said FIG. 上記図3に示す単位構造部材を用いて床フレームを構成する場合における、該単位構造部材の端部横骨と壁フレームの縦フレームとの取り付け構造を示す断面図。Sectional drawing which shows the attachment structure of the edge part horizontal bone of this unit structural member, and the vertical frame of a wall frame in the case of comprising a floor frame using the unit structural member shown in the said FIG.

以下本発明を実施するための形態を図1乃至図10に基づき説明する。
本発明に使用するM形チャンネル1は図1に示すように、中央コ形チャンネル部2と、該中央コ形チャンネル部2の左右側板3,4を共有するように連設された左右コ形チャンネル部5,6とを備え、中央コ形チャンネル部2のチャンネル溝7と左右コ形チャンネル部5,6のチャンネル溝8,9とが互いに反対向きに開口した構造を有する、鋼に代表される金属製の異形チャンネルである。
Hereinafter, embodiments for carrying out the present invention will be described with reference to FIGS.
As shown in FIG. 1, the M-shaped channel 1 used in the present invention is a left-right U-shaped channel that is connected to share a central U-shaped channel portion 2 and left and right side plates 3, 4 of the central U-shaped channel portion 2. It is represented by steel having a channel portion 5 and 6 and having a structure in which the channel groove 7 of the central U-shaped channel portion 2 and the channel grooves 8 and 9 of the left and right U-shaped channel portions 5 and 6 are opened in opposite directions. This is a specially shaped metal channel.

上記中央コ形チャンネル部2は左右側板3,4と、該左右側板3,4の一端間を連結する底板10を有し、左右側板3,4と底板10にて上記チャンネル溝7を画成している。   The central U-shaped channel portion 2 has left and right side plates 3 and 4 and a bottom plate 10 connecting one end of the left and right side plates 3 and 4, and the left and right side plates 3 and 4 and the bottom plate 10 define the channel groove 7. is doing.

又左コ形チャンネル部5は左右側板11,3と、該左右側板11,3の一端間を連結する底板13を有し、該左右側板11,3と底板13にて上記チャンネル溝8を画成しており、上記中央コ形チャンネル部2の左側板3を該左コ形チャンネル部5の内側板として共有し、これと対向する外側板(左側板)11を固有している。   The left U-shaped channel section 5 has left and right side plates 11 and 3 and a bottom plate 13 connecting one end of the left and right side plates 11 and 3, and the left and right side plates 11 and 3 and the bottom plate 13 define the channel groove 8. The left side plate 3 of the central U-shaped channel portion 2 is shared as the inner side plate of the left U-shaped channel portion 5, and the outer side plate (left side plate) 11 facing this is unique.

同様に、右コ形チャンネル部6は左右側板4,12と、該左右側板4,12の一端間を連結する底板14を有し、該左右側板4,12と底板14にてチャンネル溝9を画成しており、上記中央コ形チャンネル部2の右側板4を該右コ形チャンネル部6の内側板として共有し、これと対向する外側板(右側板)12を固有している。   Similarly, the right U-shaped channel portion 6 has left and right side plates 4 and 12 and a bottom plate 14 that connects one end of the left and right side plates 4 and 12, and the left and right side plates 4 and 12 and the bottom plate 14 define a channel groove 9. The right side plate 4 of the central U-shaped channel portion 2 is shared as the inner side plate of the right U-shaped channel portion 6, and the outer side plate (right side plate) 12 facing this is unique.

以上の通り、M形チャンネル1は、上記中央コ形チャンネル部2の一方の側板3の開放側端部に左コ形チャンネル部5の底板13が連結され、同他方の側板4の開放側端部に右コ形チャンネル部6の底板14が連結され、同底板10と左右コ形チャンネル部の底板13,14とが互いに反対側に存し、且つ上記中央コ形チャンネル部2のチャンネル溝7と左右コ形チャンネル部5,6のチャンネル溝8,9とが互いに反対向きに開口した構造を有する。   As described above, the M-shaped channel 1 is connected to the open side end of the one side plate 3 of the central U-shaped channel portion 2 with the bottom plate 13 of the left U-shaped channel portion 5, and the open side end of the other side plate 4. The bottom plate 14 of the right U-shaped channel portion 6 is connected to the portion, the bottom plate 10 and the bottom plates 13 and 14 of the left and right U-shaped channel portions are on opposite sides, and the channel groove 7 of the central U-shaped channel portion 2 And the channel grooves 8 and 9 of the left and right U-shaped channel portions 5 and 6 are open in opposite directions.

本発明は上記金属から成るM形チャンネル1を用いた建物の単位構造部材20と、該単位構造部材20を用いた床構造を提供する。   The present invention provides a unit structural member 20 of a building using the M-shaped channel 1 made of the metal and a floor structure using the unit structural member 20.

一例として上記側板3,4,11,12と底板10,13,14の短手幅を等幅にする。従ってこれら全側板3,4,11,12とチャンネル溝7,8,9の短手幅を等幅にし、縦方向のM形チャンネル1のチャンネル溝7,8,9に横方向のM形チャンネル1の側板が嵌合可能な構造にする。   As an example, the lateral widths of the side plates 3, 4, 11, 12 and the bottom plates 10, 13, 14 are made equal. Accordingly, the lateral widths of all the side plates 3, 4, 11, 12 and the channel grooves 7, 8, 9 are made equal to each other, and the lateral M-shaped channel is formed in the channel grooves 7, 8, 9 of the vertical M-shaped channel 1. 1 side plate can be fitted.

上記単位構造部材20は上記M形チャンネル1の長尺材を間隔を置き並行配置して形成した一対の縦骨15を有し、更に該縦骨15間に上記M形チャンネル1の短尺材を横設し且つ縦骨15の長手方向に間隔を置き並行配置して形成した多数の横骨16を有する。   The unit structural member 20 has a pair of longitudinal bones 15 formed by arranging the long material of the M-shaped channel 1 in parallel and spaced apart, and the short material of the M-shaped channel 1 is further interposed between the vertical bones 15. It has a large number of transverse bones 16 that are horizontally arranged and spaced in parallel in the longitudinal direction of the longitudinal bones 15.

上記一対の縦骨15を形成する両M形チャンネル1は略等長であり、同様に多数の横骨16を形成するM形チャンネル1は互いに略等長である。又横骨16の両端面は一対の縦骨15の左右外側面と略同一平面となるように終端し、横骨16を縦骨15に結合することによって縦骨15の間隔を設定する。   Both M-shaped channels 1 forming the pair of longitudinal bones 15 are substantially equal in length, and similarly, the M-shaped channels 1 forming a large number of transverse bones 16 are approximately equal in length. Further, both end surfaces of the lateral bone 16 are terminated so as to be substantially flush with the left and right outer surfaces of the pair of longitudinal bones 15, and the interval between the longitudinal bones 15 is set by connecting the lateral bones 16 to the longitudinal bones 15.

上記横骨16の両端を縦骨15の左右外側面から限定された長さで突出し、この突出部を継手等に用いる場合を排除するものではない。   It does not exclude the case where both ends of the horizontal bone 16 protrude from the left and right outer surfaces of the vertical bone 15 with a limited length and this protruding portion is used for a joint or the like.

上記単位構造部材20は縦骨15と横骨16の個々をM形チャンネル1で形成し、両者15,16を梯子形に組んだ梯子形構造を有する。   The unit structural member 20 has a ladder structure in which each of the longitudinal bones 15 and the transverse bones 16 is formed by the M-shaped channel 1 and the both 15 and 16 are assembled in a ladder shape.

図5は上記縦骨15を形成するM形チャンネル1と、横骨16を形成するM形チャンネル1との好ましい結合構造を例示しており、図示のように、縦骨15を形成するM形チャンネル1の左右コ形チャンネル部5,6の底板13,14と、横骨16を形成するM形チャンネル1の左右コ形チャンネル部5,6の底板13,14相互を重合し、該重合面において縦骨15と横骨16を結合する。   FIG. 5 illustrates a preferred coupling structure of the M-shaped channel 1 forming the longitudinal bone 15 and the M-shaped channel 1 forming the transverse bone 16, and as shown, the M-shaped forming the longitudinal bone 15. The bottom plates 13 and 14 of the left and right U-shaped channel portions 5 and 6 of the channel 1 and the bottom plates 13 and 14 of the left and right U-shaped channel portions 5 and 6 of the M-shaped channel 1 forming the transverse bone 16 are overlapped with each other. The longitudinal bone 15 and the transverse bone 16 are joined together.

従って、縦骨15の二枚の底板13,14と横骨16の二枚の底板13,14とは略直角に交差して重合し、各重合面において結合した構造にする。   Therefore, the two bottom plates 13 and 14 of the longitudinal bone 15 and the two bottom plates 13 and 14 of the transverse bone 16 cross each other at a substantially right angle and are superposed to form a structure where they are joined at the respective superposition surfaces.

上記結合手段としては上記各重合面を貫通する鋲止め、螺子止めを用いることができる。   As the coupling means, it is possible to use tacking or screwing penetrating each of the overlapping surfaces.

又鋲や螺子を用いずにスポット溶接等の溶接により結合することができ、又は一方の板から強制的に突起を圧造しつつ他方の板に凹所を圧造し突起を凹所内に圧入する方法によって両者を結合することができる。   In addition, it is possible to connect by spot welding or the like without using a flange or a screw, or forcibly forging a protrusion from one plate, forging a recess in the other plate and press-fitting the protrusion into the recess Both can be combined.

図5は周面に雄ねじ山22を有し且つ尖った先端を有する金属製ビス21を用い、該ビス21を上記重合面を貫通するように強制的に打ち込み、雄ねじ山22を打ち込みで形成されたバーリング片23に係止するようにしたナットレスの結合構造を示している。   FIG. 5 is formed by using a metal screw 21 having a male screw thread 22 on the peripheral surface and having a sharp tip, forcing the screw 21 so as to penetrate the superposed surface, and driving the male screw thread 22. 2 shows a nutless coupling structure that is engaged with the burring piece 23.

上記ビス21の打ち込みとバーリング片23の形成を容易にするため、ビス21が打ち込まれるべき位置にやや小径の下穴を開けておき、又は十字形等の割りを入れておき、該割りの中心部にビス21を打ち込んで割り片をバーリングし、即ちバーリング片23を形成しつつビス21の雄ねじ山22を該バーリング片23の先端に食いつかせ係止するようにしたナットレスの結合構造にすることができる。   In order to facilitate the driving of the screw 21 and the formation of the burring piece 23, a pilot hole having a slightly smaller diameter is formed at a position where the screw 21 is to be driven, or a cross or the like is provided, and the center of the split is provided. The nut 21 is burred by driving the screw 21 into the part, that is, forming a burring piece 23 and forming a nutless coupling structure in which the male thread 22 of the screw 21 is bitten and locked to the tip of the burring piece 23. Can do.

よって縦骨15と横骨16とが四つの重合面において強制打設されたビス21による強固な結合が果たされ、単位構造部材20全体の強度を確保する。   Accordingly, the vertical bone 15 and the horizontal bone 16 are firmly connected by the screws 21 forcedly driven on the four overlapping surfaces, and the strength of the entire unit structural member 20 is ensured.

即ち、上記縦骨15の二条の底板13,14と、上記横骨16の二条の底板13,14とを重ね結合する構成によって、横骨16と縦骨15の結合強度、即ち単位構造部材20の強度を確保しつつ、単位構造部材20の薄形化を図ることができる。   That is, by connecting the two bottom plates 13 and 14 of the vertical bone 15 and the two bottom plates 13 and 14 of the horizontal bone 16 in an overlapping manner, the joint strength of the horizontal bone 16 and the vertical bone 15, that is, the unit structural member 20. It is possible to reduce the thickness of the unit structural member 20 while ensuring the strength.

上記単位構造部材20はスチールハウスにおける床フレーム、又は床フレームと天井フレームとして有効に用いられる他、壁フレーム、屋根フレームのための単位材として使用し、有効に機能せしめることができる。   The unit structural member 20 can be used effectively as a floor frame in a steel house, or as a unit material for a wall frame and a roof frame in addition to being effectively used as a floor frame and a ceiling frame.

図2B,図3Bは図2A,図3Aに示す上記梯子形の単位構造部材20に斜め骨17を設けた実施例を示している。斜め骨17は前記M形チャンネル1から成り、これを上記縦骨15と横骨16とで画成される枠の略対角線上に配設し、補強することによって単位構造部材20の全体強度の向上を図ることができる。   2B and 3B show an embodiment in which the oblique bone 17 is provided on the ladder-shaped unit structural member 20 shown in FIGS. 2A and 3A. The diagonal bone 17 is composed of the M-shaped channel 1 and is disposed on a substantially diagonal line of a frame defined by the vertical bone 15 and the horizontal bone 16 and is reinforced to increase the overall strength of the unit structural member 20. Improvements can be made.

上記斜め骨17は上記縦骨15と横骨16で画成される複数の枠の全て、又は選択された枠内に配置する。斜め骨17はその両端を縦骨15に結合する。適例として、図5に示したビス21による結合手段を用い結合する。   The oblique bones 17 are arranged in all of a plurality of frames defined by the vertical bones 15 and the horizontal bones 16 or in selected frames. The oblique bone 17 is joined to the longitudinal bone 15 at both ends. As a suitable example, the coupling is performed using the coupling means by the screw 21 shown in FIG.

上記斜め骨17を上記縦骨15と横骨16で画成される複数の枠内に配置するに際し、左傾斜斜め骨17と右傾斜斜め骨17を併用することができる。例えば単位構造部材20の左半部に左傾斜斜め骨17(又は右傾斜斜め骨17)を設け、右半部に右傾斜斜め骨17(又は左傾斜斜め骨17)を設ける。又は左傾斜斜め骨17と右傾斜斜め骨17を交互に隔置する構造にする。   When the oblique bone 17 is disposed in a plurality of frames defined by the longitudinal bone 15 and the lateral bone 16, the left inclined diagonal bone 17 and the right inclined diagonal bone 17 can be used in combination. For example, the left inclined diagonal bone 17 (or right inclined diagonal bone 17) is provided on the left half of the unit structural member 20, and the right inclined diagonal bone 17 (or left inclined diagonal bone 17) is provided on the right half. Alternatively, the left inclined diagonal bone 17 and the right inclined diagonal bone 17 are alternately spaced.

図6乃至図8は、上記単位構造部材20を床板18又は天井板19を支持する床フレームとして有効に用いた場合を示している。図示のように、単位構造部材20は一対の縦骨15を形成するM形チャンネル1が上下に並行配置される姿勢に起立して、これを水平面上に間隔を置いて並列配置して床フレーム、又は床及び天井フレームを形成する。   6 to 8 show a case where the unit structural member 20 is effectively used as a floor frame for supporting the floor panel 18 or the ceiling panel 19. As shown in the figure, the unit structural member 20 stands up in a posture in which the M-shaped channels 1 forming a pair of longitudinal bones 15 are vertically arranged in parallel, and these are arranged in parallel at intervals on a horizontal plane. Or form floor and ceiling frames.

即ち単位構造部材20を短手幅方向、即ち横骨16の長手方向において起立し、これを水平面上に並列配置して床フレーム、又は床及び天井フレームを形成し、上記並列配置された単位構造部材20の上位の縦骨15に床板18を支持し、又は上位の縦骨15に床板18を支持しつつ下位の縦骨15に天井板19を支持する。   That is, the unit structural member 20 is erected in the short width direction, that is, the longitudinal direction of the transverse bone 16, and is arranged in parallel on a horizontal plane to form a floor frame or a floor and a ceiling frame. The floor plate 18 is supported by the upper vertical bone 15 of the member 20, or the ceiling plate 19 is supported by the lower vertical bone 15 while the floor plate 18 is supported by the upper vertical bone 15.

床板18と天井板19は左右コ形チャンネル部5,6の外側板11,12に前記ビス21等を用いて直接的に結合する。又は左右コ形チャンネル部5,6の外側板11,12上にM形チャンネル1又は他の形チャンネル又は棒材等から成る根太29を全単位構造部材20を横切るように延在し、且つ全単位構造部材20の長手方向に間隔的に配設し、該根太29上(適例として全M形チャンネル1上)に床板18又は天井板19を間接的に結合する。   The floor plate 18 and the ceiling plate 19 are directly coupled to the outer plates 11 and 12 of the left and right U-shaped channel portions 5 and 6 using the screws 21 and the like. Alternatively, the joists 29 made of the M-shaped channel 1 or other shaped channels or bars extend on the outer plates 11 and 12 of the left and right U-shaped channel portions 5 and 6 so as to cross the entire unit structural member 20 and The unit structural member 20 is disposed at intervals in the longitudinal direction, and the floor plate 18 or the ceiling plate 19 is indirectly coupled on the joist 29 (as an example, on the entire M-shaped channel 1).

建物の垂直の壁フレーム24は上記M形チャンネル1を格子状に組みつけて形成され、上記床フレーム、又は床及び天井フレームを形成する各単位構造部材20は、対向する一方の壁フレーム24の格子窓25から挿入して他方の壁フレーム24の格子窓25に挿入し、前記横起立状態にして壁フレーム24を形成する横フレーム26(M形チャンネル1)上に両端を支持する。   The vertical wall frame 24 of the building is formed by assembling the M-shaped channel 1 in a lattice pattern, and each unit structural member 20 forming the floor frame or the floor and ceiling frames is formed on the opposing wall frame 24. Inserted from the lattice window 25 and inserted into the lattice window 25 of the other wall frame 24, both ends are supported on the lateral frame 26 (M-shaped channel 1) that forms the wall frame 24 in the above-mentioned standing state.

そして単位構造部材20を壁フレーム24を形成する縦フレーム27と重なるように横方向に移動し、重合面において図5に示すビス21止めを行う。   Then, the unit structural member 20 is moved in the lateral direction so as to overlap with the vertical frame 27 forming the wall frame 24, and the screw 21 shown in FIG.

即ち、図9に示すように、図2に示す単位構造部材20を形成する左右コ形チャンネル部5,6の余長端28の底板13,14両端と、壁フレーム24を形成する縦フレーム27の左右コ形チャンネル部5,6一方の側板11又は12を重ね合わせ、上記ビス21止め等を用いて結合する。   That is, as shown in FIG. 9, both the bottom plates 13 and 14 of the extra long end 28 of the left and right U-shaped channel portions 5 and 6 that form the unit structural member 20 shown in FIG. 2 and the vertical frame 27 that forms the wall frame 24. The left and right U-shaped channel portions 5 and 6 are overlapped with one side plate 11 or 12 and joined using the screws 21 or the like.

又は図10に示すように、図3に示す単位構造部材20を形成する端部横骨16を形成する左右コ形チャンネル部5,6の一方の外側板11又は12を、壁フレーム24を形成する縦フレーム27の左右コ形チャンネル部5,6一方のチャンネル溝8又は9に嵌合し、重合せる単位構造部材20の底板13又は14と縦フレームの外側板11又は12を上記ビス21止め等を用いて結合する。   Alternatively, as shown in FIG. 10, one outer plate 11 or 12 of the left and right U-shaped channel portions 5 and 6 forming the end lateral bone 16 forming the unit structural member 20 shown in FIG. The bottom plate 13 or 14 of the unit structure member 20 and the outer plate 11 or 12 of the vertical frame that are fitted in the channel grooves 8 or 9 of the left and right U-shaped channel portions 5 and 6 of the vertical frame 27 to be overlapped are fixed to the screws 21. And so on.

図9,図10に示す何れの場合も壁フレーム24を形成する縦フレーム27(M形チャンネル1)の形成板と、床フレームを構成する単位構造部材20の形成板とを重ね合わせビス21止めしている。   9 and 10, the formation plate of the vertical frame 27 (M-shaped channel 1) that forms the wall frame 24 and the formation plate of the unit structure member 20 that constitutes the floor frame are overlapped to fix the screws 21. is doing.

上記単位構造部材20を用いた床フレーム構造は垂直荷重や横荷重に対する強度を確保でき、同時に床下空間又は床と天井間の空間を充分に確保することができる。   The floor frame structure using the unit structural member 20 can secure the strength against vertical load and lateral load, and at the same time, can sufficiently secure the space under the floor or the space between the floor and the ceiling.

上記単位構造部材20は上記床フレーム又は床と天井フレームの単位材として用いることができる他、壁フレーム24又は屋根フレームを構成する単位材として使用できる。例えば、上記単位構造部材20は壁フレーム24の開口部を強化する門形フレーム、又は壁フレーム24の角隅部を強化する単位構造部材20として用いることができる。   The unit structural member 20 can be used as a unit material of the floor frame or the floor and ceiling frame, and can also be used as a unit material constituting the wall frame 24 or the roof frame. For example, the unit structural member 20 can be used as a portal frame that reinforces the opening of the wall frame 24 or a unit structural member 20 that reinforces the corners of the wall frame 24.

上記のように、壁フレーム24を構成する単位材として上記単位構造部材20を用いる場合には、単位構造部材20は縦骨15の長手方向において垂直に起立し、壁フレーム24を構成する。   As described above, when the unit structural member 20 is used as a unit material constituting the wall frame 24, the unit structural member 20 stands upright in the longitudinal direction of the longitudinal bone 15 to constitute the wall frame 24.

図2,図4に示すように、縦骨15の長手方向の一端部又は両端部において横骨16を横設しない余長端28を形成し、該余長端28を以って壁フレーム24と結合する構造にすることができる。   As shown in FIG. 2 and FIG. 4, an extra length end 28 is formed at one end or both ends in the longitudinal direction of the longitudinal bone 15 so that the transverse bone 16 is not provided laterally. The structure can be combined with.

又は上記余長端28を壁フレーム24から突出させてベランダ、二階等のオーバーハング部の床骨形成材、又はそれらの継手材として使用できる。
又は図3,図4に示すように、上記横骨16中の端部横骨は縦骨15の末端面と一致するように横設する。
Alternatively, the extra-long end 28 can be projected from the wall frame 24 and used as a floor bone forming material for an overhang portion such as a veranda or a second floor, or a joint material thereof.
Alternatively, as shown in FIGS. 3 and 4, the end transverse bone in the transverse bone 16 is laid side by side so as to coincide with the end face of the longitudinal bone 15.

1…M形チャンネル、2…中央コ形チャンネル部、3…中央コ形チャンネル部の左側板、4…同右側板、5…左コ形チャンネル部、6…右コ形チャンネル部、7…中央コ形チャンネル部のチャンネル溝、8…左コ形チャンネル部のチャンネル溝、9…右コ形チャンネル部のチャンネル溝、10…中央コ形チャンネル部の底板、11…左コ形チャンネル部の左側板(外側板)、12…右コ形チャンネル部の右側板(外側板)、13…左コ形チャンネル部の底板、14…右コ形チャンネル部の底板、15…縦骨、16…横骨、17…斜め骨、18…床板、19…天井板、20…単位構造部材、21…ビス、22…雄ねじ山、23…バーリング片、24…壁フレーム、25…格子窓、26…横フレーム、27…縦フレーム、28…縦骨の余長端、29…根太。   DESCRIPTION OF SYMBOLS 1 ... M-shaped channel, 2 ... Center-shaped channel part, 3 ... Left side plate of center-shaped channel part, 4 ... Right side panel, 5 ... Left-shaped channel part, 6 ... Right-shaped channel part, 7 ... Center Channel groove of the U-shaped channel portion, 8 ... Channel groove of the left U-shaped channel portion, 9 ... Channel groove of the right U-shaped channel portion, 10 ... Bottom plate of the central U-shaped channel portion, 11 ... Left side plate of the left U-shaped channel portion (Outer plate), 12 ... right side plate (outer plate) of the right U-shaped channel portion, 13 ... bottom plate of the left U-shaped channel portion, 14 ... bottom plate of the right U-shaped channel portion, 15 ... vertical bone, 16 ... horizontal bone, DESCRIPTION OF SYMBOLS 17 ... Diagonal bone, 18 ... Floor board, 19 ... Ceiling board, 20 ... Unit structural member, 21 ... Screw, 22 ... Male screw thread, 23 ... Burring piece, 24 ... Wall frame, 25 ... Lattice window, 26 ... Horizontal frame, 27 ... Vertical frame, 28 ... Extra long end of vertical bone, 2 ... joists.

Claims (4)

中央コ形チャンネル部と、該中央コ形チャンネル部の左右側板を共有するように連設された左右コ形チャンネル部とを備え、中央コ形チャンネル部のチャンネル溝と左右コ形チャンネル部のチャンネル溝とが互いに反対向きに開口するM形チャンネルを用いた建物の単位構造部材であって、該M形チャンネルの長尺材を間隔を置いて並行配置して形成された一対の縦骨と、上記M形チャンネルの短尺材を上記並行配置された縦骨間に横設し且つ縦骨の長手方向に間隔を置いて並行配置して形成された多数の横骨とから成ることを特徴とする建物の単位構造部材。   A central U-shaped channel portion, and left and right U-shaped channel portions connected so as to share the left and right side plates of the central U-shaped channel portion; A unit structural member of a building using an M-shaped channel whose grooves open in opposite directions, and a pair of longitudinal bones formed by arranging long members of the M-shaped channel in parallel at intervals, The short material of the M-shaped channel is composed of a large number of transverse bones formed horizontally between the longitudinal bones arranged in parallel and spaced apart in the longitudinal direction of the longitudinal bone. Unit structural member of a building. 上記縦骨と横骨とで画成される枠の略対角線上に上記M形チャンネルの短尺材から成る斜め骨を配設したことを特徴とする請求項1記載の建物の単位構造部材。   The unit structural member of a building according to claim 1, wherein oblique bones made of a short material of the M-shaped channel are arranged on a substantially diagonal line of a frame defined by the vertical bone and the horizontal bone. 上記一対の縦骨を形成する各M形チャンネルの左右コ形チャンネル部の底板と、上記横骨を形成する各M形チャンネルの左右コ形チャンネル部の底板とを重合し、該重合面において縦骨と横骨を結合したことを特徴とする請求項1又は2記載の建物の単位構造部材。   The bottom plate of the left and right U-shaped channel portion of each M-shaped channel forming the pair of vertical bones and the bottom plate of the left and right U-shaped channel portion of each M-shaped channel forming the horizontal bone are superposed, and the vertical plane is formed on the overlapping surface. The unit structural member of a building according to claim 1 or 2, wherein bones and transverse bones are combined. 上記請求項1又は2又は3に記載の単位構造部材を各縦骨を形成するM形チャンネルが上下に並行配置される姿勢で水平面上に間隔を置いて並列配置し、床板を該並列配置された単位構造部材の上位の縦骨に支持する構成にしたことを特徴とする床構造。   The unit structural members according to claim 1, 2 or 3 are arranged in parallel on the horizontal plane in a posture in which the M-shaped channels forming the respective vertical bones are arranged in parallel vertically, and floor boards are arranged in parallel. A floor structure characterized in that it is configured to be supported by a longitudinal bone above the unit structural member.
JP2009046340A 2009-02-27 2009-02-27 Building unit structural member and floor structure using the unit structural member Expired - Fee Related JP4625528B2 (en)

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EA201190188A EA022716B1 (en) 2009-02-27 2010-02-19 Unit structural member for building and floor structure utilizing the unit structural member
EP10746135A EP2402526A1 (en) 2009-02-27 2010-02-19 Building unit structural member and floor structure utilizing said unit structural member
PCT/JP2010/052496 WO2010098254A1 (en) 2009-02-27 2010-02-19 Building unit structural member and floor structure utilizing said unit structural member
AU2010218946A AU2010218946B2 (en) 2009-02-27 2010-02-19 Unit structural member for building and floor structure utilizing the unit structural member
KR1020117021591A KR101640172B1 (en) 2009-02-27 2010-02-19 Building unit structural member and floor structure utilizing said unit structural member
CN201080009262.4A CN102333924B (en) 2009-02-27 2010-02-19 Building unit structural member and floor structure utilizing said unit structural member
NZ595358A NZ595358A (en) 2009-02-27 2010-02-19 Building unit structural member and floor structure utilizing said unit structural member
MYPI2011004079A MY159929A (en) 2009-02-27 2010-02-19 Building unit structural member and floor structure utilizing said unit structural member
US13/203,485 US8713867B2 (en) 2009-02-27 2010-02-19 Unit structural member for building and floor structure utilizing the unit structural member
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